CN106436895A - Steel column-shear wall combined assembled residential building system and construction method thereof - Google Patents

Steel column-shear wall combined assembled residential building system and construction method thereof Download PDF

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Publication number
CN106436895A
CN106436895A CN201610947016.2A CN201610947016A CN106436895A CN 106436895 A CN106436895 A CN 106436895A CN 201610947016 A CN201610947016 A CN 201610947016A CN 106436895 A CN106436895 A CN 106436895A
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CN
China
Prior art keywords
shear wall
steel
steel column
building system
node
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Pending
Application number
CN201610947016.2A
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Chinese (zh)
Inventor
和月河
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Quzhou County And New Building Materials Co Ltd
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Quzhou County And New Building Materials Co Ltd
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Priority to CN201610947016.2A priority Critical patent/CN106436895A/en
Publication of CN106436895A publication Critical patent/CN106436895A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/02Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/04Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/02Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/04Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
    • E04B1/043Connections specially adapted therefor
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2421Socket type connectors

Abstract

The invention relates to a steel column-shear wall combined assembled residential building system and a construction method thereof. The construction method is applied to the assembled residential building system. The system comprises built-in steel columns, built-in steel beam-prefabricated shear walls, light prefabricated filling walls, laminated slabs and auxiliary prefabricated parts; the steel columns and the shear walls are each provided with assembly joints and connecting plates and are solidified into a whole through bolt fastening and post-cast section joint pouring; the interlaminar shear walls are connected in the mode that steel bars exposed out of the lower end face of an upper-layer wall-beam integrated board are inserted into a grouting device arranged in the web of a steel girder arranged at the upper end of a lower-layer wall-beam integrated board, and therefore the interlaminar shear walls are connected through grouting and secondary pouring of the laminated slabs. According to the steel column-shear wall combined assembled residential building system and the construction method thereof, an overall steel frame is laid in the joints in a concealed mode, therefore, the seimsic capacity and the fireproof performance of buildings are enhanced, safe and firm connection conditions are provided for the auxiliary prefabricated parts, safe, quick and accurate assembly is achieved, the advantages of being economical, practical, green, environmentally friendly and convenient for industrialized production are achieved, and the steel column-shear wall combined assembled residential building system and the construction method thereof are necessary to popularize energetically.

Description

A kind of steel is cut with reference to assembled-type house building system and its construction method
Technical field
The present invention relates to assembled-type house building field, specifically a kind of steel is cut with reference to assembled-type house building system And its construction method.
Background technology
Currently, the most assembled-type house building system of application mainly has two big class, and precast concrete house assembled is built Building body system and steel house assembled architecture system, both building systems cut both ways, precast concrete assembled-type house Building system has that assembly technology is complicated, and site operation difficulty is big, wall body module need when installing in place substantial amounts of support and Holder Fasteners, positioning is fixing difficult and there is larger potential safety hazard.Steel house assembled architecture system exists easily becomes rusty The shortcomings of lose low with fire resistance rating, difficult in maintenance.
Content of the invention
The technical problem to be solved in the invention is to provide a kind of steel to cut with reference to assembled-type house building system and its construction Method, this System Design rationally, using after pour built-in steel column and built-in shear wall integration plate in section, by after pour a section node Pour into a mould concrete setting connection, realize assembling, positioning, installation are accurate soon;And save support and Holder Fasteners in work progress, disappear Except because using the potential safety hazard supporting and Holder Fasteners bring.
For solving above-mentioned technical problem, the technical solution adopted in the present invention is:
A kind of steel is cut with reference to assembled-type house building system, including built-in steel column, built-in shear wall and superimposed sheet, described steel Post is provided with steel column node, and described shear wall is provided with shear wall node, and described steel column and shear wall pass through steel column node and cut Power wall node fixing again through after pour section solidification and connect, described shear wall and superimposed sheet are through slip casting connection.
Further, shear wall includes upper strata shear wall and lower floor's shear wall, and described superimposed sheet is arranged on upper strata shear wall And lower floor's shear wall between, the grouting device slip casting that described superimposed sheet is arranged by shearing within the walls with shear wall is connected.
Further, the inside of described shear wall includes girder steel, reinforcing bar and grouting device, and grouting device is located in girder steel, Described reinforcing bar is located at the lower section of girder steel, and the left and right sides that reinforcing steel bars exposed goes out shear wall are inserted and poured after being cast in section, upper strata The reinforcing bar that shear wall lower end is exposed inserts in the upper end grouting device of lower floor's shear wall, and the left and right end face of described shear wall is provided with Shear wall connecting plate, pours section in after being cast in after described shear wall connecting plate is fixing with the steel column connecting plate being arranged on steel column.
Further, described steel column is section bar or welding structural element, and described steel column is provided with concrete and pours into a mould the passage that vibrates.
Further, also include lightweight prepared roofing warming plate, described lightweight prepared roofing warming plate is provided with the steel exposing Muscle, described reinforcing bar inserts the shearing on gable top within the walls, and slip casting solidification connects.
The present invention also provides a kind of steel to cut construction method with reference to assembled-type house building system, comprises the following steps: Lay foundation, assembling reinforcement at grade beam or collar tie beam, installation form, pre-buried steel column column bolt;Install steel column correct, tighten, Suspension column second pouring;Between steel column, shear wall is installed, shear wall is fixedly connected with steel column;Cast grade beam or collar tie beam, make Shear wall is firm with basis to be connected;The installation in place of one story shear wall, one layer of all shear wall block-by-block is installed in place;Peace Dress first floor face superimposed sheet, superimposed sheet is installed on the upper end of shear wall, makes that superimposed sheet is fixed on upper strata shear wall and lower floor cuts Between power wall;Pour section after cast, complete ground floor assembling;Next press ground floor lifting step and the second story shear is installed Wall;Second layer flooring superimposed sheet is installed and assists prefabricated components, be subsequently mounted third layer shear wall and complete standard by that analogy The assembling construction of layer;The attic assembling same index bed of operational procedure, lightweight prepared roofing warming plate and shear wall slip casting are even Connect.
Further, stepIn, shear wall lower end exposed steel bar is inserted in grade beam or ring beam template, with grade beam or circle Beam steel connects, and runs through steel column node and shear wall node, shear wall connecting plate and steel column connecting plate by steel column and shearing Wall bolt is fixed.
Further, stepIn, the reinforcing bar that upper strata shear wall lower end is exposed inserts the girder steel abdominal part of lower floor's shear wall After the grouting device of interior setting, it is fixedly connected after steel column node and shear wall slab node with bolt, to 1-2 story shear wall layers segmentum intercalaris Slip casting in point grouting device, the subsequently surface layer of cast first floor face superimposed sheet, make interlaminar shear wall solidify to connect.
Due to employing technique scheme, the beneficial effect that the present invention obtains is:
Steel is cut with reference to assembled-type house building system and its construction method, has concurrently concrete assembled fabricated all with steel construction Many advantages, respectively take the chief, so that the two is merged and form new structure, and can eliminate concrete assembled and steel construction assembled each The weak point existing.The present invention is novel in design, structure is simple, build quick, reliable in quality, steel framework after node concrete cast Frame no exposes, plays the effect strengthening shear wall structure intensity, enhances shock resistance and the fire protecting performance of building, steel frame Play safety, quick, accurate positioning in the assembling assembling stage, so that installation effectiveness is greatly promoted, construction safety, economy, convenience, subtract Few environmental pollution, is one of main contents of the present invention.
It is a kind of practical, efficient building system that the present invention is easy to industrialization production, is also necessarily becoming of industry development Gesture, brings immeasurable economic benefit and social benefit for society, has the necessity widelyd popularize, and is also the health of industry simultaneously New approaches have been started in development.
The built-in steel column of present invention setting can be section bar or weldment, when steel column is for tubing, needs to open on tube wall The passage if concrete cast is vibrated, described steel column plays the effect of positioning, fixing shear wall, cast in the assembling installation stage To after pour the effect playing enhancing structure intensity in section, described steel column is provided with concrete cast vibrate passage, pour into a mould successively After pour a section node.Described steel column is taken root fixation using bolt.Pouring section after described is exactly:The wall body node of concrete secondary cast, Make wall body node solidify after cast concrete to connect.
The industry adopts built-in shear wall first, becomes an integral module prefabricated to girder steel and shear wall, is batch production Produce and scene is built and provided conveniently, also improve construction quality;It is equipped with section on described built-in shear wall and built-in steel column Described built-in shear wall is lifted in installation process after putting in place, is fixed with bolt, eliminates by point and connecting plate successively Support and Holder Fasteners that traditional installations need, completely eliminate because hidden using the safety supporting and Holder Fasteners bring Suffer from and assemble the numerous and diverse operation installed, be truly realized safety, the construction of quick assembled in situ.
Built-in steel column and various connection reinforcing bar etc. pour in section node after being poured into, and the structural strength enhancing building makes to resist Shake ability is lifted further, and built-in steel column, various reinforcing bar or section bar etc. are wrapped in inside concrete, and fire protecting performance obtains Further lifting.
It is equipped with reinforcing bar on described steel column and shear wall end face mutually to overlap, described upper strata exposed steel bar insertion lower floor wall beam After grouting device in integrated assembly system, implement slip casting.The residential building system sound construction of this structure, quality can Lean on, the shock resistance of building is greatly enhanced.
During construction and installation, workmen all operates indoors, is used for supporting fixing shear wall without scaffold. This residential building system builds speed soon, less manpower, province's support and Holder Fasteners material, province's mechanical one-shift, province's scaffold, and it saves About effect is far beyond the cost due to bringing the increase of steel amount using steel frame.
Brief description
Fig. 1 is main structure diagram of the present invention;
Fig. 2 is the structural representation of the built-in steel column of the present invention;
Fig. 3 is the structural representation of the built-in shear wall of the present invention.
Wherein, 1, steel column;2nd, shear wall;3rd, superimposed sheet;4th, steel column node;5th, steel column connecting plate;6th, pour section after;7th, coagulation Soil pours into a mould the passage that vibrates;8th, reinforcing bar;9th, shear wall node;10 shear wall connecting plates.
Specific embodiment
With reference to embodiment, the present invention is described in further details:
A kind of steel is cut with reference to assembled-type house building system, and structure is as Figure 1-3;Including built-in steel column 1, built-in shearing Wall 2, superimposed sheet 3 and roofing top board, described superimposed sheet 3 is arranged between the built-in shear wall of the built-in shear wall in upper strata 2 and lower floor 2, Described roofing top board is a kind of prefabricated decoration panel of lightweight.
As shown in Fig. 2 described steel column 1 can be the various section bar such as tubing or H steel, channel-section steel, band iron, angle steel, when Steel column 1 be during tubing need perforate on tube wall, as concrete cast vibrate passage 7 with this pour into a mould after pour a section node coagulation Soil.
As shown in figure 3, described shear wall 2 by girder steel and wallboard prefabricated to together with and make, by species divide shearing Wall 2 can be divided into integrated interior wall and integrated exterior wall, and described integration interior wall is girder steel and lining is prefabricated integral and constitute , described integrated exterior wall is girder steel and insulation material is prefabricated integral and make, and is all provided with described Side fascia and lining There are girder steel, reinforcing bar 8 and grouting device.Described reinforcing bar 8 is exposed at the bottom of shear wall 2, and the reinforcing bar 8 that upper strata shear wall exposes inserts In the grouting device of lower floor's shear wall, solidify through slip casting and connect.
Described grouting device is arranged between the top flange plate of girder steel and bottom wing listrium, including being arranged on bottom wing listrium and abdomen Two slip casting connecting tubes of plate infall, two ends are respectively welded at the slip casting sleeve on top flange plate and bottom wing listrium, described note Slurry connecting tube is connected with slip casting sleeve, and top bars and lower floor's reinforcing bar both pass through slip casting sleeve.Slip casting from slip casting connecting tube To grouting under pressure in slip casting connecting tube, slip casting slurry is pressed into each slip casting sleeve to port joint, realizes connecing from a slip casting port Head applies note slip casting slurry into multiple slip casting sleeves in communication.
Described superimposed sheet 3 is to be formed by armored concrete is prefabricated.
As shown in Figures 2 and 3, described steel column 1 is provided with steel column node 4 and steel column connecting plate 5, described shear wall 2 about End face is provided with shear wall node 9 and shear wall connecting plate 10, and described steel column 1 and shear wall 2 pass through steel column node 4 and shear wall Node 9, steel column connecting plate 5 and shear wall connecting plate 10 are fixedly attached together, and pour in section node after being cast in.
Steel provided by the present invention is cut with reference to assembled-type house building system, is a house multilamellar or high-rise building, institute Stating steel column 1 is that 3 floors are high, and every 3 floor rooms share a complete steel column 1, after the completion of every 3 layers of building construction, need first by steel Post 1 welds together, and remaining shear wall 2 is identical with first 3 layers with the construction procedure of superimposed sheet 3, when installing roofing top board, Described roofing top board i.e. lightweight prepared roofing warming plate, need to be connected lightweight prefabricated thermal insulation laminate with shear wall 2 slip casting.
The present invention also provides a kind of steel to cut construction method with reference to assembled-type house building system, comprises the following steps:
Lay foundation, assembling reinforcement at grade beam or collar tie beam, installation form, the pre-buried foundation bolt for fixing steel column 1;
Steel column 1 is installed, corrects, tighten anchor bolt nut, perfusion steel column 1 suspension column, suspension column second pouring;
Shear wall 2 is installed between the steel column 1 installed, integrated interior wall is first installed, integrated exterior wall is then installed;
One layer of shear wall 2 is installed, the reinforcing bar 8 that shear wall 2 lower end is exposed inserts in grade beam or ring beam template, with grade beam or Ring beam reinforcing steel bar connects, and runs through steel column node 4 and shear wall node 9, steel column connecting plate 5 and shear wall connecting plate 10 by steel column 1 is tightened with high-strength bolt with shear wall 2, after reinforcing bar binding is errorless after testing, pours into a mould grade beam or collar tie beam, makes shear wall 2 and basis Firm connection;
One layer of shear wall 2 block-by-block is installed in place in order;
The superimposed sheet 3 in first floor face is installed, superimposed sheet 3 is installed on the upper end of shear wall 2, makes superimposed sheet 3 be fixed on upper strata Between shear wall and lower floor's shear wall;
Pour section 6 after cast, complete ground floor assembling;
Next press ground floor and lift the shear wall 2 that step installs the second layer, the reinforcing bar 8 that upper strata shear wall lower end is exposed is inserted After entering the grouting device of setting in the girder steel abdominal part of lower floor's shear wall, it is fixedly connected steel column node 4 and shear wall slab section with bolt After point 9, into 1-2 story shear wall layers intermediate node grouting device slip casting, subsequently superimposed sheet 3 surface layer in cast first floor face, make layer Between shear wall 2 solidification connect;
Start second layer flooring superimposed sheet is installed and assist prefabricated components, to be subsequently mounted third layer shear wall 2 complete by that analogy Become the assembling construction of index bed;
The attic assembling same index bed of operational procedure, lightweight prepared roofing warming plate are connected with shear wall slip casting.
In the embodiment of the present invention, component installation fixation is divided into two steps:The first step:Built-in steel column 1, lifting shearing are installed Wall 2 makes the reinforcing bar 8 that lower end is exposed be threaded together the two with bolt after inserting the abdominal part grouting device of the built-in shear wall of lower floor;Peace Folding plywood 3 and prefabricated bulk light-weight filled wall and auxiliary part etc. complete to assemble;Second step:The slip casting into filling system, after Pour formwork supporting plate at section 6, after cast, pour section 6, superimposed sheet beats ash 3 two times, make after concrete setting monolithic architecture be frozen into one whole Body.
The present invention is fixedly connected and between steel column connecting plate 5 and shear wall connecting plate 10 using between steel column node 4 and shear wall node 9 Afterwards, slip casting, after the method poured complete to construct, short construction period, this building system reliable in quality, shock resistance is strong, is the industry The inexorable trend of development.
Finally it should be noted that:Above example only in order to technical scheme to be described, is not intended to limit;Although With reference to the foregoing embodiments the present invention is described in detail, it will be understood by those within the art that:It still may be used To modify to the technical scheme described in previous embodiment, or equivalent is carried out to wherein some technical characteristics;And These modifications or replacement, do not make the essence of appropriate technical solution depart from spirit and the model of embodiment of the present invention technical scheme Enclose.

Claims (8)

1. a kind of steel cut with reference to assembled-type house building system it is characterised in that:Including built-in steel column(1), built-in shearing Wall(2)And superimposed sheet(3), described steel column(1)It is provided with steel column node(4), described shear wall(2)It is provided with shear wall node (9), described steel column(1)And shear wall(2)By steel column node(4)And shear wall node(9)Fixing again through after pour section(6)Solidification Connect, described shear wall(2)And superimposed sheet(3)Connect through slip casting.
2. a kind of steel according to claim 1 cut with reference to assembled-type house building system it is characterised in that:Shear wall(2) Including upper strata shear wall and lower floor's shear wall, described superimposed sheet(3)It is arranged between upper strata shear wall and lower floor's shear wall, described Superimposed sheet(3)With shear wall(2)By shear wall(2)The grouting device slip casting of interior setting connects.
3. a kind of steel according to claim 2 cut with reference to assembled-type house building system it is characterised in that:Described shear wall (2)Inside include girder steel, reinforcing bar(8)And grouting device, grouting device is located in girder steel, described reinforcing bar(8)It is located at girder steel Lower section, reinforcing bar(8)Expose outside shear wall(2)Left and right sides insert and pour section after being cast in(6)Interior, upper strata shear wall lower end The reinforcing bar exposing(8)In the upper end grouting device of insertion lower floor shear wall, described shear wall(2)Left and right end face be provided with shearing Wall connecting plate(10), described shear wall connecting plate(10)Be arranged on steel column(1)On steel column connecting plate(5)It is cast in after fixation After pour section(6)Interior.
4. a kind of steel according to claim 3 cut with reference to assembled-type house building system it is characterised in that:Described steel column (1)For section bar or welding structural element, described steel column(1)Pour section concrete after being provided with and pour into a mould the passage that vibrates(7).
5. a kind of steel according to claim 1 cut with reference to assembled-type house building system it is characterised in that:Also include lightweight Prepared roofing warming plate, described lightweight prepared roofing warming plate is provided with the reinforcing bar exposing(8), described reinforcing bar(8)Insertion gable top The shear wall at end(2)Interior, slip casting solidification connects.
6. a kind of construction method cut as the steel according to any one of claim 1-5 with reference to assembled-type house building system, It is characterized in that comprising the following steps:
Lay foundation, assembling reinforcement at grade beam or collar tie beam, installation form, pre-buried steel column(1)Column bolt;
Steel column is installed(1)Correct, tighten, suspension column second pouring;
In steel column(1)Between install shear wall(2), by shear wall(2)With steel column(1)It is fixedly connected;
Cast grade beam or collar tie beam, make shear wall(2)Consolidate with basis and be connected;
The installation in place of one story shear wall, by one layer of all shear wall(2)Block-by-block is installed in place;
First floor face superimposed sheet is installed(3), by superimposed sheet(3)It is installed on shear wall(2)Upper end, by superimposed sheet(3)Fixing Between upper strata shear wall and lower floor's shear wall;
Section is poured after cast(6), complete ground floor assembling;
Next press ground floor lifting step and second layer shear wall is installed;
Second layer flooring superimposed sheet is installed and assists prefabricated components, be subsequently mounted third layer shear wall and complete standard by that analogy The assembling construction of layer;
The attic assembling same index bed of operational procedure, lightweight prepared roofing warming plate are connected with shear wall slip casting.
7. steel according to claim 6 cut construction method with reference to assembled-type house building system it is characterised in that:StepIn, by shear wall(2)The reinforcing bar that lower end is exposed(8)In insertion grade beam or ring beam template, it is connected with grade beam or ring beam reinforcing steel bar, fast Speed passes through steel column node(4)And shear wall node(9), shear wall connecting plate(10)With steel column connecting plate(5)By steel column(1)With cut Power wall(2)Fixed with bolt.
8. steel according to claim 6 cut construction method with reference to assembled-type house building system it is characterised in that:StepIn, reinforcing bar that upper strata shear wall lower end is exposed(8)After the grouting device of setting in the girder steel abdominal part of insertion lower floor shear wall, It is fixedly connected steel column node with bolt(4)With shear wall slab node(9)Afterwards, into 1-2 story shear wall layers intermediate node grouting device Slip casting, subsequently cast first floor face superimposed sheet(3)Surface layer, make interlaminar shear wall(2)Solidification connects.
CN201610947016.2A 2016-10-26 2016-10-26 Steel column-shear wall combined assembled residential building system and construction method thereof Pending CN106436895A (en)

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CN107165421A (en) * 2017-06-12 2017-09-15 江苏建科建设监理有限公司 A kind of construction method of concrete assembled building
CN110424531A (en) * 2019-07-03 2019-11-08 辽宁煜梽新型建材有限公司 A kind of assembled architecture construction method
CN110424579A (en) * 2019-07-30 2019-11-08 中国建筑第八工程局有限公司 Frame deformation mode resists the assembly concrete shear wall shaken greatly
CN113006321A (en) * 2021-03-12 2021-06-22 昆山市建设工程质量检测中心 Construction method for connecting joints between combined precast concrete wall bodies
CN113089828A (en) * 2021-04-14 2021-07-09 泰州德添建设有限公司 Prefabricated house building and construction method thereof

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CN107165421A (en) * 2017-06-12 2017-09-15 江苏建科建设监理有限公司 A kind of construction method of concrete assembled building
CN110424531A (en) * 2019-07-03 2019-11-08 辽宁煜梽新型建材有限公司 A kind of assembled architecture construction method
CN110424579A (en) * 2019-07-30 2019-11-08 中国建筑第八工程局有限公司 Frame deformation mode resists the assembly concrete shear wall shaken greatly
CN110424579B (en) * 2019-07-30 2021-05-11 中国建筑第八工程局有限公司 Frame deformation mode resists assembled concrete shear force wall of macroseism
CN113006321A (en) * 2021-03-12 2021-06-22 昆山市建设工程质量检测中心 Construction method for connecting joints between combined precast concrete wall bodies
CN113006321B (en) * 2021-03-12 2021-09-28 昆山市建设工程质量检测中心 Construction method for connecting joints between combined precast concrete wall bodies
CN113089828A (en) * 2021-04-14 2021-07-09 泰州德添建设有限公司 Prefabricated house building and construction method thereof
CN113089828B (en) * 2021-04-14 2022-04-01 泰州德添建设有限公司 Prefabricated house building and construction method thereof

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